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SECTION 17
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OCRR 2007
QUARTER SECTION CORNER
OF SECTIONS 8 & 17
5/8" IRON ROD WITH
3-1/4" ALUMINUM CAP
RECORD OF SURVEY
LOCATED IN THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
J U N E 23, 2020
r _ \ S89 5919 W 2641.21 CO LEY ROAD
885.92' COOLEY RO DA 434.68'
TAX LOT 300
WARRANTY DEEDRl
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(2011-11192)
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CENTER -EAST ONE -SIXTEENTH CORNER " 28.30'(R8) •��
SECTION 17, 518 IRON ROD W10PC MUNSON & ASSOCIATES 28.29' 82.82'
RESET PER (R8) 686.54'(R 4)
686.75' \. 525.07'
N89.55'25"W 1322.93'
44 w N89`23'00"W 322.94'(R7)
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COR. WARRANTY DEED plp
(BK. 398 PG. 2530) V V
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'MUNSON
& ASSOCIATES S55°4445"W 0.36'FROM
PER (R8) CORNER
: \Land Projects \200209 - D esc Public Library Due Diligence\dwg\SURVEY\200209-ROS.dwg Jun 23, 2020 - 9:10am
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NARRATIVE
WE WERE RETAINED BY DESCHUTES PUBLIC LIBRARY TO COMPLETE A BOUNDARY SURVEY OF THOSE LANDS DESCRIBED AS PARCEL 1 PER BARGAIN AND SALE DEED,
RECORDED MARCH 25, 2011 AS INSTRUMENT NO. 2011-11192, DESCHUTES COUNTY OFFICIAL RECORDS. THESE LANDS ARE IDENTIFIED AS TAX LOT 171217A000200 PER
THE DESCHUTES COUNTY ASSESSOR'S OFFICE.
PARCEL 1 IS DESCRIBED AS FOLLOWS PER INSTRUMENT NO.2011-11192:
"EAST HALF OF THE NORTHEAST QUARTER (E1/2 NE1/4) LYING WESTERLY OF BEND/SISTERS HIGHWAY, OF SECTION SEVENTEEN (17), TOWNSHIP (17) SOUTH, RANGE
TWELVE (12) E.W.M., DESCHUTES COUNTY, OREGON-
NO SURVEY OF RECORD WAS RECOVERED WITHIN THE PUBLIC RECORD DEPICTING THIS PARTICULAR PARCEL OF LAND.
SOUTH LINE
THE SOUTH LINE IS THE E-W CENTERLINE OF SECTION 17, ESTABLISHED THIS SURVEY BETWEEN THE THE RECOVERED QUARTER SECTION CORNER OF SECTIONS 16
AND 17 AND THE CENTER -EAST ONE -SIXTEENTH CORNER OF SECTION 17.
WEST LINE
THE WEST LINE IS THE N-S CENTERLINE OF THE NORTHEAST QUARTER OF SECTION 17, ESTABLISHED THIS SURVEY BETWEEN THE RECOVERED CENTER -EAST
ONE -SIXTEENTH CORNER OF SECTION 17 AND THE COMPUTED EAST ONE -SIXTEENTH CORNER OF SECTIONS 8 AND 17. THIS LINE CLOSES UPON THE SOUTHERLY
RIGHT-OF-WAY LINE OF THE McKENZIE-BEND HIGHWAY (U.S. 20) AS DESCRIBED BELOW.
McKENZIE-BEND HIGHWAY RIGHT-OF-WAY/EAST LINE
THIS RIGHT-OF-WAY INCLUDES A TOTAL WIDTH OF 75.00 FEET WESTERLY AND 125.00 FEET EASTERLY OF THE CENTERLINE RESPECTIVELY. I HELD THE RECOVERED
MONUMENTS AT STATION 229+00, 7T RIGHT AND 205+00.01, 7T RIGHT PER THE OREGON DEPARTMENT OF TRANSPORTATION "MAP OF SURVEY", HEREIN REFERENCED AS
(R6). I THEN EXTENDED THIS ALIGNMENT SOUTHERLY TO CLOSE ON THE E-W CENTERLINE OF SECTION 17 AS DESCRIBED ABOVE. OTHER MONUMENTS ALONG THIS
WESTERLY RIGHT-OF-WAY LINE WERE RECOVERED AND AGREE WITH THIS ALIGNMENT AS REPORTED HEREON. THIS WESTERLY RIGHT-OF-WAY LINE WAS THEN OFFSET
EASTERLY THE RECORD DISTANCE OF 75.00 FEET TO ESTABLISH THE CENTERLINE AND 125.00 FEET TO ESTABLISH THE EASTERLY RIGHT-OF-WAY LINE. STATIONING
REPORTED HEREON IS BASED ON THE RECORD STATIONING PER (R6) REPORTED ON THE MONUMENTED POSITION AT STATION 229+00, 75' RIGHT. THIS STATIONING
AGREES WITH THE STATIONING COMPUTED ON STATION 205+00 PER (R6) AS 205+00.01 THIS SURVEY.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME
GNSS NETWORK (ORGN).
PROJECT BOUNDARY
SECTION LINE
SUBDIVISION OF SECTION LINE
RIGHT OF WAY CENTERLINE
ADJACENT PROPERTY LINE OR RIGHT OF WAY (INFORMATIONAL ONLY)
RECOVERED SECTION CORNER
RECOVERED QUARTER SECTION CORNER
RECOVERED SUBDIVISION OF SECTION CORNER
RECOVERED 5/8" SMOOTH IRON ROD WITH 1-1/2" ALUMINUM CAP PER CS12250
RECOVERED 5/8" REBAR WITH RED PLASTIC CAP PER CS11848
RECOVERED MONUMENT AS NOTED
COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET
SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET
SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "HWA"
RECORD BEARING/DISTANCE PER REFERENCES (SEE SHEET 2)
HELD RECORD BEARING/DISTANCE PER REFERENCES
OREGON DEPARTMENT OF TRANSPORTATION
OCRR 1896
QUARTER SECTION CORNER OF
SECTIONS 16 & 17
2" PIPE WITH 3-1/4" BRASS CAP
IN MONUMENT BOX
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0 75 150 300 450 600 900
SCALE: 1 " = 300'
RECORD SURVEY REFERENCES
IN MOST INSTANCES, BEARING AND OR DISTANCE REFERENCES REPORTED
HEREONAREL/MITED TO THELA TESTREPORTED REFERENCE.
(R1) SURVEY: BY UNKNOWN; UNDATED; FILED AS CS02506.
(R2) SURVEY: BY BURTON R.; FILED JANUARY 1, 1970 AS CS02306.
(R3) SURVEY: BY THOMAS H. BURTON; FILED JANUARY 9, 1970 AS CS02547.
(134) PROPERTY SURVEY: BY GRAVES E.; FILED DECEMBER 10, 1979 AS CS02501.
(R5) MAP OF SURVEY FOR ODOT: BY RANDY R. SCOTT; FILED MAY 31, 1994 AS CS11848.
(R6) ODOT MAP OF SURVEY: BY JULES R. WETZEL; FILED JULY 17, 1995 AS CS12250.
(R7) RECORD OF SURVEY: BY MICHAEL A. HOFFMANN; FILED MAY 25, 2007 AS CS17339.
(R8) NORTHWEST WOODLANDS: BY CHRISTOPHER R. MUNSON; RECORDED SEPTEMBER
17, 2018 IN CABINET I AT PAGE 598 AND AS INSTRUMENT NO.2018-37811; FILED
SEPTEMBER 19, 2018 AS CS19749.
(R9) RECORD OF SURVEY: BY STEVEN R. HANNAS; FILED APRIL 29, 2019 AS CS19916.
DESCHUTES COUNTY SURVEYOR
FILED- 20-0 BY; Du
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7-1
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
14NA00k
OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
SEPTEMBER 17, 2018 62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
BENJAMIN J. HRON PH: (541)389-9351 I FAX: (541)388-5416
92723 WEB: WWW.HWA—INC.ORG
EXPIRES:6/30/2021 SHEET 1 OF 1
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